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SR0080495 SSNL
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SR0080495 SSNL
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Entry Properties
Last modified
11/19/2024 10:19:58 AM
Creation date
11/7/2019 9:46:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080495
PE
2602
FACILITY_NAME
SINGH / KAUR TRUCKING FACILITY
STREET_NUMBER
3566
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95304
APN
23906018
ENTERED_DATE
4/16/2019 12:00:00 AM
SITE_LOCATION
3566 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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The laboratory analytical results are attached as Appendix 5 of this report. <br /> Soil Profile and Geologic Information <br /> The Site is depicted on the Geologic maps of the Sacramento-San Joaquin Delta, <br /> California (Atwater, 1982). The Site is depicted within a Holocene and/or upper <br /> Pleistocene map unit described as "alluvium of creeks from Corral Hollow drainage to <br /> Bushy Creek" (Plate 9). <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Willows clay, partially drained, and Stomar clay loam <br /> (Plate 10) (USDA, 2018). The table below presents some selected properties of these <br /> soils: <br /> Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank <br /> and Map (in) Class <br /> Reaction ability absorption <br /> Symbol Classification mmhos/cm pH (in/hr) fields <br /> Stomar clay 0-17 Clay loam; CL <2 6.6-7.3 0.2-0.6 Severe: <br /> loam, 0-2% 17-47 Clay loam, clay; CL, CH <2 6.6-8.4 0.06-0.2 peres slowly <br /> slopes, 252 47-60 Clay loam, silty clay <2 7.4-8.4 0.2-0.6 <br /> loam; CL <br /> Willows clay, 0-20 Clay; CH 2-8 7.9-9.0 <0.06 Severe: <br /> partially 20-60 Clay, silty clay; CL, CH >4 8.5-9.0 <0.06 peres slowly <br /> drained, 0- <br /> 2% slopes, <br /> 274 <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. See description of the map unit for <br /> composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> On April 10, 2019, Live Oak excavated a shallow soil boring in the proposed septic <br /> disposal area of the Site for the purpose of conducting a percolation test. The boring <br /> was four inches in diameter, 3.36 feet deep, and was excavated by hand auger (Table <br /> 2). The location of the boring is indicated on Plate 11. <br /> The soil in the boring was similar to that described by the Soil Survey. Silty clay with <br /> sand was encountered to a depth of 1.25 feet, followed by sandy clay to the full depth of <br /> the hole. The soil log is presented on Plate 12. <br /> Discussion of Soil Litho/ogy <br /> Based on the soil observed in the boring, there appears to be limited potential for <br /> percolation. Sandy soils generally have a much greater potential for percolation than <br /> LOGE 1843 Page 5 <br />
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